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HomeMy WebLinkAboutLUA 96-039 - Large Format 40 40 42) 43 Jo 325 > sw. 34TH => ST. ' i . Cation ool wy j —— <* UY) H F —_ _s ee Pa .oe a 3 ea 2 6 [(s- o 80 80 l s 80 W A 1 2 arom was 34.85 —&) ke ly , a |b | CCOMMERCIAL BLDG. : OUSE i # ¢ | 1 2 , aor EX. WAREH 4 s Bk WEREHOUSS a UNDER CONSTRUCTION [+ / : za | pom Secceen nes P 3 jj 3 |! = | 40 “ rida 3 8 i 7 3 Thick ee i ‘ ati = , diff 36°30 42652 4 + wy zl} + - | | 439 2 i Pp | ¢ « ui ; be 4 r | Le ee ane Ll a : -TT * | 7 | oP ae 5 |? | | les a "48 2 re) 2} toni ie | | ota as 2 ISS oie 1; ern tt we eee a ate bel 4 He! a | ' | ° le lg ac ee rT ae 2 Ps See atk aan ee 8 8 ea rr i ea > atl § a : Slo} yg pat: ase * eae , aig et ee = eae ad é ax) - 269! Loan eemmeatss al 41998 . Seed Cows ES __ 46092. =a rs}. ig) i zs 7 | . B = = ig) | ‘| - z! WW cae ! | > |e - cE Fr 2 ; . 5 : 6 xz OD |g 2) |S VACANT 8 _ 5 ° lea G) oo) : an . 1 | pate 38 68 \ eo | 7 \ Ps a Si atic ~ a bbb ee - a 264.36 en 105.02 = = i) y S.W. 38TH ST g BOEING OFFICES if | “3 : \ VACANT a 3 - PARKING macnerratk ee < 9 < * 486 39 45730, 130 89 aS 2 SW. 39TH gt 7 — sl anne a 5 oO . ~384 Si ¢: iS 30; . : Ga ee: 4 4 ro 18; | | a PARKING : BOEING BLD ee aS |e : a 5 4S | bs i reer oe fh ch die hk ee = . = su se Ce andar « oee ES ee 888 17 ash a TARE RAGE Esu! 2 oe Ps 5 OLTRACKAGE 6ST | ef earning Te ee fo Re a7 - =: se at eT ae aes se — = — ae BeiB. 2o= TRACT Reenter > = ant hdillia 9 a ame am aa oe ae & sae sr . | ! 34 {31 | « 25.18 Ac. . ‘| @ : . an | EX. BOEING WAREHOUSES AP ren P 2 | i |, OF it ; | , = ; S 5 ae } x ! v c STERNCO LAND CO. er wernt VACANT. ; , 2 o 7 _ a _ r; > get ® bey pn ee oie i ey pres ——_—_ | shaBelensletninienstrarh ~ 7 zeal 5re® _STERNCO LAND CO. as S Ww. \ 4arsT 4X YY ‘ 7X . &s ae 4 ST. : 2 yer” = } F v\r 7 N eo ae nie SS 5 Se eee eee eaeeeeeee Pee | at Vy * gtr + ~) > EX. IKEA BLDG. A a oO » oS me ee : 4! ; 3S © | O =.) i S eager sae bi “5 EX. WAREHDUSE z a Gov't. LOT > K | TL Y 490 Ac. <q ! > > 2 * 28.84a AC. | T.L.32 inl es ‘ 4 r \ ¢, EX WAREHOUSE Glacier Park Co. fae a / - @) a BE GEORGE JONIENTZ (# t a " 6.08 Ac. 2 “ ue S ; a ‘: Pr. at >» WG ¥ C wv 7.1.44 a i \ f eet ~ it > e a | ly i S & oO . STERNGO LAND CO. i! %, = STERNCO <u if < wae a LAND co 8 = ¢ i) Q 7 CECILA M. y] y VACANT a | ede wren CAMPBELL iS vl a s oe CER 44S GEORGE . VACANE an ali JONIENTZ i! Ls iL , yk , eho & 292 Ac. 5.59 Ac. ! . =| __ 266.50 TL6/ 380 46 F430 J \ = __ mea Fy \ f---7 \s, 5. 3 - momomame SMa ce oct PRO®, ests =a a FENTON RENTON ies tise chak - siete ine”. Se Udine ein 2g 40478 =KENT en oe ge ee ee 128 200 ph te PSS 8 65.01 KEN | $65. 1PA Ri. ie io 8601 a ; | . ol , | [Fs] | , HHBORHOOD DETAIL MAP — |E . NORPAC). ®| | ae , WE UNL UA \ig ! ee : @ ( RECEIVED i) | LE 1" = 200 i on : aw arse 9 4A O.| |DIV.j2 | . , mar 21 1896 | : >, aNNING bol 2 i, Sag { DEVELO" # ENTON a 2 7 FS 8 59 : iM City ve Ae Rid Pee : 15a _| “7h. 86 Sig ' “ye “AG p23 et .| ag Te : | a) 2 (2) x SP Ib6- dighch te | J di iil ee MT LRT a i TE EIGER EE IE EE TOE LE ELIA LE LEI LE IEE LE ALE LE ELE FT LR EE I RSS SETA PCT TENET EG ATR 9 ETA, BS ES CT PRT OE ATR AE IB STE See AT GET LS PT a nt Ete ae ae Ek Oe ey ee a WET I on ee PP EE ROM FORRES 4G) ae : ; : 36 y amar ag ieghits eee mn aa ‘4 Cae Ne ors Sat ht = eee ret. cde Fe aap More ag : - : r As<p yt ae SE een oe ns ee Y 23, sn Gln ea eee we, Hn ae Oe rae soa ed a em ~ = — SaS OF 7 BY pa , “ Kf } é ~ =. ~ L 4 - SPRINGBROOK CREEK GREENBELT: AND PEDESTRIAN EASEMENT if LJ ‘ a aed YR aie ae shal Settahh PEL cnpaeriintelitinmseeeiitiinas inspite nnsncemactiegi toe ehperseripeing $i co aecetretanyinent epehotncinitaenmediiod pobeniechetaRbipaid ati Ss eee Ph enemies Rpeetipnciemeteiiionese accents inane scien Senin saidllangd * Se Ah aie saa seieiaaiiae ads Fins IN ca aOR sanrete ae SaReaaiecanenene cr ee . nortatnntellone paw RR Se be rs % tn Py r—SPRINGBROO! ae f / OXIMA TE . - SPRINGBROOK CREEK ATER 11.0 ie f / : Jaina ee pom a “3 pa fi ? be ‘i a ‘ iy & a a : ; | / 4 () Ke | Coy T { )E WA ¥ (CONDEMNED IN. KING CO. SUPERIOR a s ir a Withee ot 2 | / : ass : COURT CAUSE NO. 32912.) Race ica" Sh ee j oo: a j . / oe ig ied Te te rma a | | i ee Write me secipth Machtel a oa iy RR ia pee Se a aces MS ee a — praia: 5 — 2 a ee > SR oe SAS RY NRE LN _ dnciaietanicitiicesbiianim ere WE Tae ew oe . ma 2 — eet — ~ ao mer ett ~ a ie Lee ‘ wy, : ‘ om —_— = —— son —_ a, sess Benen pc Sngy a ——_ : ayes Ww — Eee ee ee Te Ee i > A < <P a «es GH aE Ge «ee Gu ae ou —_ am \ ; y ee “ { ~ thd haw For ee ae = is ioe iste eter retin pcr ae eee teeth ne ‘bya . * | : 23, BG SS SN <L : : : : : oO ; ‘ie, ! + ZA } Sf POLAT a, Richt tie ae] ee - “SET. & hh , yo / ~ s x , ee uw !40° SPRINGBROOK CREEK GREENBELT/PEDESTRIAN ESM | fy ey a ne a a ay Ge ic meee eee eT a EP 5 ae ls ee Se Sa I eh Siete Bree a a ot eee | BS 9 a ee eee ee a ae PRALT PA) fof | Pe = ; ~ LOT’ 6 BOUNDARY PER PLAT — ASPHALT PATH | ASPHALT PATH i ae a ee } ad <Je W - — 626 ) | i INC ae cry PS a EES an } - anes ee 3 ail a i a Sg —o ee ee ereenerire GrS oit a pomeia ¥F M Pa ee eR De AEs oe "EAS PLAT BOUNDARY (TYP) Di IMPSTER SCREEN, PICINIC i j sist sia itt | a ns — eer Pris a _—— — ea | r — f “ ine tir pan oo sti sh pie } -— —~- —* ' 455. H val = 8 Gi, as i W'®' FENCE GATES- ot BENCH~# i esti stiy — ie ae Ae f Tinea ho” eee eee = = — ee Re ee HE aes, | Gemaiey siesta; Saito scisehiinnliiel ip sesatin 4 seta j eee Leeeies f mbit 5 4 20° UTILITY EASEMENT PER PLA 7 | are are a Naar tereraed ta cae Nico ae ag ae oe he F oS 42°36'9". E (C) i te 10’ UTILITY /PEDESTRIAN | <4 ttei ag” 6 /p\ Aae'* 5 Saas 7 2 9 EASEMENT PER PLAT. 4 E perth cde Ra 6.2 SE. IN ‘4 v- PS | ae 112.14 EDGE CONC. WALK Na ; : : < p- ai sf i a oe Sees a: hh ge ee eee Se eee ie ee, a ee eee me ahh Fees Bieler a se. ie Re Mein ee a {| ¥ “4 WMH RIM=21.11 5 4 et ee Sk ; £ ay es = ; = ‘ Py sees iG Ss & re 5 ~ { —TT = >, ie maar Br Ei (=; an o& a) . “ : mA Cad, t oO be. 3g i oY ° ! ‘t ws 132" — ical pre Be | ea) } 7 @ 4 ae | B ba ty a - | | So ae ee gy c=) a | Y) rm 73 in bs eh: : > { , f i i | | | os ae perenne | f tf ff if \ " | 4 PLANTER i LsJ/V\ASF df LA t - i Pe | ] iG feats ee H i emer ssa be. = F 2 : nS ee sy et “ — Ppt is att rf a _ Mi ti eer Py i | we) aa GH g tury Fe i tb 4 Zz 4 f p [any 4 FINISH FLOOR ELEVATION sass Viti in lec atlas kJ en Wie OQ : / e | Q ELECTRICAL AND a WMH RIM® 21.56 2 UTHITY EASEMENT, Se ee [=~ FOUND. TK /LEAD wv GRAPHIC SCALE 30 o 1§ 36 6B ( IN FEET ) Llvineh “>= 30: ‘ft im () i ra S) [x] WATER VALVE O- HYDRANT fa. WATER METER ©) @-~ MANHOLES (SS/SD) LJ C8 - POWER JUTIUTY POLE €—. GUY ANCHOR cAI - dak illu sade {A} POWER TRANSFORMER [PI[T] POWER/TELEPHONE: VAULT oO TELEPHONE /TV: RISER a GAS. VALVE O—t STREET LIGHT * SPOT ELEVATION eal SIGN cS MAILBOX COCK. ROCKERY 3 ieee te ‘ y 4 rs oo CONIFER TREE in Py 8 ee ts a peas ey a an ca Te ibis ctaae ee DATUM: 4 oO Daae ,. CONTROLLING BM CiTY OF RENTON B.M. 1864 aa 1/2” BRASS DISK W/X’ IN CASE. AT INTX. 39th /RAYMOND AVE {+} DECID. TREE Be Seer . eek ef é SITE AREA: 163.122 -s.f.,° 3.744 aé, ; OUND CASED ONUMENT a bi are oh ly Ree ai ex ot " si cas ci ae ae % FOUND CASED MONUMEN THI \ COMPUTER AIDEO DRAWING — SPOT ELEVATIONS, DESCRIPTIONS é& ‘ FOUND LEAD /TACK WITH BRASS COORDINATES CAN BE FOUND ON: SEPARATE LAYERS. ® WASHER LS #22335. THIS RAPHIO: SURVEY DRAWING ACCURATELY PRESENTS. SURFACE UNLESS. OTHERWISE STATED FEATL JCATED DURING: THE COURSE OF THIS. SURVEY. ANY UNDERGROUND T SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY AND PENHALLEGON -ASSOC., INC: DOES NOT ACCEPT RESPONSIBILITY E LIABILITY FOR ‘THEIR ACCURACY OR COMPLETENESS -Y WAS CONDUCTED: WIHOUT THE BENEFIT OF A TITLE REPORT REFORE DOES NOT PURPORT TO SHOW ALL. EASEMENTS OF RECORD (P) PLAT OTF (€) - CALC OR ——— + CENTER LINES PROPERTY LINES ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE mae: oa an akc ST es RIGHT-OF-WAY LINES F. THIS JRVEY AT THE DATE-SHOWN IN THE SURVEYORS CERTIFICATE, pe ve ener DITCH LINES / .FLOW UNLESS OTHERWISE NOTED. ATER LINE bis Bh ds tapi pak in ee a ad siete ss gear ee LINE FODIMETER 600 SERIES INSTRUMENT WAS UTILIZED TO PERFORM i oneal” i> Seen eT oa he oa : 1 eee A® AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE POR OEE gery sate, LOSURLS WERE BETTER THAN 415000 ———-UCP-——+ _ UNDERGROUND POWER LINES : UGT-—-— UNDERGROUND TELEPHONE LINES CHAIN. LINK FENCE A x ee WIRE: FENCE , WOOD FENCE _SSMH_RIM=19.9¢ / C\beCHL: IE=1 / FOUND ‘LO /TACK ——~ 0.35’ WEST f fj tf (J SITE AND BUILDING STATISTICS BUILDING CODE : UBC ’94 W/STATE AMENDMENTS ZONING : IL (LIGHT INDUSTRIAL» SITE AREA (INCLUDING EASEMENTS AND PER LEGAL DESCRIPTION): 4, SITE AREA (PER PLAT W/O EASEMENTS) : S. MAXIMUM SITE COVERAGE : 657% 6. BUILDING AREA ' 42,975 -SF- EIRSF FLOOR - Wh o r e MEZZANINE : SECOND FLOOR TYPE OF CONSTRUCTION : ITITI-N FULLY SPRINKLERED W/3 SIDE SETBACK 8. OCCUPANCY AREAS : WAREHOUSE INDUSTRIAL : MANUFACTURING: t. GRRICE : 9, PARKING REQUIRED : WAREHOUSE : 171500 MANUFACTURING: 171000 OFFICES - MIN. 3, MAX, 4.571000 SF = TOTAL REQUIRED PARKING SHOWN i 3S CARS BUILDING HEIGHT : 24’ CLEAR ¢+/7- 28’ TOP OF WALL ABOVE FIN, FLOORD NOTE: IF FLOOR ELEVATION IS BELOW 22’ ELEVATION, SANITARY SEWER LINE WILL REQUIRE A BACKFLOW PREVENTION DEVICE. mm © OWNER: ANDERSON RICHARDSON COMPANY 300 120TH N.E,, BLDG. 2, SUITE 217 BELLEVUE, WASHINGTON 98005 #453-8717 CIVIL ENGINEER: PENHALLEGON ASSOC. INC. 750 6TH STREET SOUTH KIRKLAND, WASHINGTON 98033 #827-2014 be LANDSCAPING: : NORTHWESTERN LANDSCAPE CO, Po BOS The oc: PUYALLUP, WASHINGTON 98371 #848-8100° Rite Cena a Oe ~ oO mo © orn AQ BM. 105-59.4, oO - SET CHIS SQ. N.E.COR. mt 4x6 CONC. VAULT tN PUGET POWER : 7 We OF HYD ~eo™ ELEV.= 24.02 O O ‘ OO be \ AN ~ \ 3 aus | aa) | ; 2 | | ’ oe SOs | x eee Oe, j x ai K BG | 4 (>: : FOUND Ae ‘ / “\ \ ey om Oe BRASS CAP // a) ee . \ } IN. CASE. fe : ; = B = i“ re | sein? ‘\)- o™ XN Ke \ oo 12" DL -WATER LINE Cm Rs PER CITY OF. RENTON (ao ONS AS~BUILT < NN PM Ry, 47.30 Sala Bwiad ics Bier, i LOT 6 IN BLOCK:5 OF THE PLAT OF BURLINGTON NORTHERN INDUSTRIAL PARK RENTON 2, PER PLAT RECORDED IN VOL: 111, PG 42-44, RECORDS OF KING COUNTY; TOGETHER. WITH THAT PORTION OF THE RAILROAD RIGHT-OF-WAY LYING ADJACENT TO THE SOUTHEASTERLY- AND SOUTHERLY LINES OF LOT. 6, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST EASTERLY CORNER OF LOT 6, IN SAID BLOCK 5; THENCE ALONG THE PRODUCTION OF THE NORTH LINE OF SAID LOT 6 SC &9°05'08" EAST 14.70° TO THE. POINT OF BEGINNING, THENCE 1 47°23'19" WEST 47.30 TO. THE BEGINNING OF A NON-TANGENT C TO THE. LE HAVING A CENTER POINT WHICH BEARS SOUTH 42°36'26" EAST A DISTANCE C THENCE SOUTHWESTERLY. ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02°37'48" AN°ARC LENGTH OF 54.55 FEET TO THE BEGINNING OF A NON- TAN CURVE TO THE RIGHT HAVING A CENTER POINT WHICH: BEARS NORTH 45°40'2 A DISTANCE OF 539,58); THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 47°25’ AN ARC LENGTH OF. .164.10' TO THE BEGINNING OF A NON—TANGENT CURVE TO: THE RIGHT HAVING A CENTER POINT WHICH BEARS NORTH 28°21°37" WEST A DISFANCE OF 478.34. THENCE. SOUTHWESTERLY ALONG SAID CURVE THROUGH A. CENTRAL ANGLE OF 19°06'26". AN ARC..LENGTH OF 159.52’; THENCE SOUTH 02°28'59" WEST 20.00 .TO THE EXISTING SOUTH, MARGIN OF RAILROAD. RIGHT—OF—WAY: THENCE NORTH 87°31'01" WEST ALONG SAID MARGIN 331.89’ TO THE: SOUTHEAST LINE OF -THE SPRINGBROOK CREEK GREENBELT AND PEDESTRIAN EASEMENT; THENCE NORTHEASTERLY ALONG SAID SOUTHEAST LINE TO THE SOUTHWEST. CORNER OF SAID LOT 6; -. THENCE EASTERLY AND NORTHEASTERLY ALONG. THE SOUTHERLY ~ AND SOQUTHEASTERLY. LINES. OF LOT 6. TO THE “POINT OF BEGINNING; ~ AND TOGETHER WITH: THAT, PORTION OF THE 40 FOOT, WIDE .SPRINGBROOK, CREEK GREENBELT: AND. PEDESTRIAN EASEMENT AS DELINEATED ON THE FACE OF SAID PLAT WHICH*LIES SOUTHEASTERLY OF THE SOUTHEASTERLY MARGIN OF THE DRAINAGE DITCH DISTRICT NO. t RIGHT-OF-WAY AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 32912, AND<SOUTHWESTERLY OF THE NORTHWESTERLY EXTENSION OF. THE NORTHEASTERLY LINE OF -SAID.LOT, 6 IN BLOCKS, WHICH LINE BEARS NORTH 42°36'37 WEST FROM . S.W, 38th: STREET. bY SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ee : % ee Ree Sees SO Ni 3 a ee Me FESS Pan re * se "> \ fy “oe 2 or °9 a % ad e. oe Z, \ i ‘ by. ie “R E N T O N , WA S H I N G T O N <6 2 FOUND BRASS. CAP .. 4) CASE, Sc / ne 2) ra va & : so: oe Oe 6 - FO R : ae aEceIveD | aay 21 08 pee. siENTPUANNING: OF RENTON “Bi 96-034. ‘ \JELOP OE olTy ENTAIL PER ect ae renew e mente ELE TERT TPR NEO LIE LTE BES BNI NM TES ETE LEO RS ET NTE EER EE OE CRE ane canon nena eRe PER Bs aot i : ‘ “ ah ‘ 7] i it i We 4 a 1 sau de a | Bi aii a 1 al i. an TEE IG i i} SPOS RET ETS OTR: BE OEY CSR RANNT RETR I rR A ce TR RAS Anite GIP Be, SR ae ay GMA hd RSME ROD CCR RU SEY TCH YS LRT ORL Sa I GR EOF PERL RENCE IE LET IRE eae DO A a ERTL LT OL OEE ARLE EL, SET ER RE RIL EE EN RTE ETS TO NIN SATE: ET a halo % ey wisi ae ah ¥ Re Me Ft a eS tas a oe A a i i a gs : er se Sie fe es ay 8 ctr al 8 aida rs WO eae Be RE Wie oes ate eS nc e FERTILIZER TABLETS: | New SHRUBS SHALL BEAR SAME | AGRIFORM, BEST, OR EQUAL - RELATION TO FINIGHED GRADE ZVGRAM - 2 PER 2 ORS GAL. AS THEY BORE TO PREVIOUSLY 2) GRAM «3 PER 5 GAL. 2 PLANTED GRADE. 4O'GRAM - 1 PER 1GAL. 3 Plant Legend: | : REMOVE BURLAP FROM TOP 443 Me ns ae : : ALSRRGRL oeat Oh OF ROOTBALL (IF APPLICABLE) te Sym. Qty. Botanical Name: | Chinon asin Sine: AGRIFORM, BEST, OR EQUAL- , 21 GRAM -.4 PER TREE UP TO 2” CAL. OR 6 HT: 21 GRAM:- 6 PER TREE LARGER THAN 2' CK BHT. MULCH LAYER (SEE SPECE YN PLACE FERTILIZER TABLETS EVENLY AROUND PLANT (HALFWAY UP ROOTBALL) Acer rubrum* Red Maple (existing) +/- 6" caliper , Betula jacquemontii Himalayan Birch 2" caliper S * } : } te a. $i . : » : ~Cot tA } tornbeam=—-— ou Ht Cornus kousa Korean Dogwood 8-10" ht. (4 canes min.) * TRANSPLANTED FROM ON SITE ~ SCARIFY SUBGRADE OF PLANTING PIT SPECIFIED PLANTING SOIL =~ fl NEVE OR BACKFILL MIX =a 2.(2X 2X 8") BROWN FIR STAKES WITH Bi sche Benne of Are euneek a i poli has GRADE PROTECTED WITH BLACK RUBBE} ‘A Fi agree be HOSE (3/4" DIA). STAKES TO | | a be PREVIOUSL PENETRATE SUBGRADE OF FIT 3 | | LANTED G A MINIMUM OF 12", heed 7 RSS SHRUB PLANTING DETAIL. MULCH LAYER OR 4° DIA. ad WIRE BASKETS SHALL BE CUT morro ees r MULCH RING (SEE pre IN NUMEROUS PLACES . NO SCALE PLACE FERTILIZER TABLETS , 5 2 EVENLY AROUND PLANT ‘ (HALFWAY UP ROCTBALL) la MIN. 2X. ROOTBALL DIAMETER Shrubs: 24 Arbutus unedo Strawberry Tree Shrub 24-30" ht. 22 Azalea ‘Hinocrimson’ : Evergreen Azalea 2 gallon * 8 Azalea mollis Deciduous Azalea _ 5 gallon 22 Berberis thunbergii ‘Aurea’ Golden Barberry 2 gallon 20 Cistus purpureus Rockrose_ 5 gallon 6 Cornus alba ‘elegantissima’ Variegated Dogwood © gallon vf Cotoneaster parneyii Parney Cotoneaster 36"ht. 14 Leucothoe font. Rainbow Rainbow Leucothoe 2 gallon Osmanthus heterophylius Holly Leaf Osmanthus 5 gallon 2é Photinia fraseri Same 5 gallon. 10 Prunus laur. ‘Otto Luyken’ Otto Luyken Laurel 24" sprd. 16 Khododendron ‘Pres. Roosevelt’ Variegated Rhody == 24-30” sprd. 4 Viburnum pl. tom. ’Mariesii’ Doublefile Viburnum 5 gallon 6 Viburnum tinus 'Spring Bouquet’ —_ Larustinus 5 gallon (24" ht. - min.) © OR s ) SCARIFY SUBGRADE OF PLANTING PIT (AVOID GLAZING) SPECIFIED PLANTING SOIL OR BACKFILL MIX ao WIN 2X ; ROOTBALL DIAMETER TREE PLANTING DETAIL. NO SCALE Ce E O O V S S E S @ S S O rs Groundcovers: € a ) - Arctostaphylos uva-ursi Kinnikinnick ; 1 gallon - 36" o.c. Girth Hedera helix Ivy 1 gallon - 36" 0.c. Truck Loading Area 1- 9 6 | Pr e l i m i n a r y Re v i e w 3- 1 4 - 9 6 | Si t e Pl a n Ch a n g e s * kinnikinnick under Office Area ot Existing Plant Material Types: Deodara Cedar Sumac Flowering Crabapples Red Maples Hawthorns Parney Cotoneaster oa Arbutus . / lwy Viburnum - Deciduous Azaleas Flowering Cherries Photinia Sod Lawn - Proposed trail access Proposed Office / Warehouse Landscape Notes: 1 All newly landscaped areas to receive 4" depth of import topsoil. 2 Bed areas to receive 2" depth of bark mulch (existing beds to be “touched up" as required). 3 Lawn areas to be sodded. | All trees, shrubs, and groundcovers to be staked / pit planted / fertilized per details. 5 All newly landscaped areas to be fully irrigated with an automatic irrigation system. 3 Existing material to be pruned as needed. Existing Red Maples to be relocated shall be transplanted with a mechanical tree spade to maximize chance of success. Office Area P< 2 d Picnic Area NO D a h fy S Ai ea ree ey ee 4 > mone 4 ‘~ iG ig hy = 009s on eri ann a eaere’ | “" \ ek” Existing Landscaping to Kemaln ~~ , AAA AA AA AA Aa nA (gave and Protect) eg , ips ‘ in a \n d e r s o n Ri c h a r d s o n —_ | pa e e m m w e y 0' s |p Preliminary Landscape Plan Scale: 1°=30"-0” Re n t o n , Wa s h i n g t o n RECEIVED ghee © a MAR 21 1996 pe P oe oe oe a pee : oe ; Bag : vet By, nae ’ ne : Bayo EG Shoe RE Ge : DEVELOPMENT PLANNI a Wi eee etl Ane te re Pa ar bg a a Tee a OO ee a er 1 PA C E : 65 1 7 G D . D W G 3/ 1 8 / 9 6 / M A A XR E F S : 65 1 7 S R V , 6 5 1 7A X 1 , 6 5 1 7W S X 1 SPRINGBROOK CREEK w ey APPROXIMATE ORDINARY CREEK HIGH WATER MARK @ 11.0. 9.0 fing Sacks en! 3 ; : aa AQ’) RIGHT OF WAY (CONDEMNED IN KING CO, SUPERIOR COURT CAUSE NO. 32912.) See ee ee ae ee ee ee Ee i Si Sp ea BN FRR ge "Sat AG ibe a SAE EOE TR TES LOE CEI il an CS: Se ce eri hand ornigenar abgeatly ty alee crhpcks Apettyendiemabeiiyen oll ov hut eate fo SU ee eee ed a ee aa gate : raphe Geant we > 7 aS rE ope wi gh o ee 2 pa AE85 ~~740° SPRINGBROOK CREEK GREENBELT/PEDESTRIL. § eT -eOT_S BOUNDARY PER PLAT a FOUND TK /LEAO 0.1) EAST PLAT BOUNDARY CYP) abo “yyy Wy Ui heats, S 42°36'19" E (C) " a IES . 20° UTIUTY EASEMENT PER PLAT women nnn TYG ga “ME AI EE =i ga ee pe S 42°36'37” E (P) a “4 CB _RIM=17.79 e BEA ee j iy 412.14 08 ki ape, oo” C. NO, 8112020484 “45-50. LES TW 18/0. 712"CMP £. IE=15.4 | - ‘i | a %, ‘ x: REC. NO, 81 aa 454. | f “y 4 ty OI) © BW. 18.00; si [ WMH RIM=s=27.11 EXIST. CONTROL STRUCTURE TO REMAIN : 3 ; i XY CB #6 Tv ae ee ig a} y ¥ ‘_ cd Le SY AAA, WY YY: Bip yi : NEW INV. IN = 11.50 4 4 ~ Rim 186 ane J BO gs 1:/ /- 28.LE_ CPNC. WALL + Nea | ‘ : ws SO INV. 14.73 - 8" | 474F ~ 12° Me eL- TW_20.50 | SOMH _RIM=17.73. | UM OAT TION ee qe NEW OVERFLOW ELEV. = 16.50 | 4 WS, SINV. 14.40 -— 12" 9 SV $=0.023 ; - oy Vise Jy BW 16.80 Ta"CME SES ID a ORR ig oo Wiis J NEW ORIFICE ENLARGED TO 2%e a % 3) oe nee a9 LD fay, A Lor- \ 3 LF - 8° 18"CMP_N. IE312.4 Ll—-FIELD TAPPED TO 4 ye bee co j ty 7p ef 1A OY Er Be 0.008 CB 48 TRENCH DRAIN CB EXISTING 30” S.D, “ee fo: Gass . ae) te aE BY Vy | \ PLANTER : RIM 16.00 A i jee eeaete Cane ac | } | SO'LF — 12°. Bea a one INV. 15.00 PROPOSE : , 'S=0.004 SON. S\_(EXIST. CB_TO REMAIN) en te. RIM TAAL aw! é i , j : a ad 7 TRENG aRR AN, 5 F pene -- f) TTT o> 30 LF\ —CONC.W MP E, IE=14.75 ce = e i f 3 f D 52 baste S. IE=14.85 oe oh. Sr Aaa 5 BGS) ok NO ee CB_#7 TRENCH DRAIN oe i aoe RIM 15.95 ~~ : () % é res 7 al BE 0.50 6.80 Bs oe ssi BW 16.00 i q en B's 3 Z CLLGLLGEDOMEE: ; é 1 ana | Z iE aia Oe Ye, ley a eae xd y 5 d ELS YY 4G Be Ci I gee Cy ; f i o A CLG LEE Gh ”" Yee te Zs ee . Poe ; Yep "4-0 yee Gages Gy, i UD HEE h, CAD p \ 3 axares.. rs . 4 og 2 ‘ is ie, J Pee + 4 Pak: GAN * 4 Z LMEOE F S ili, Me YY 4 Zs Pei . a inn { _ py haeeremmnarcmnmenen i OP Zz tn. Ve Gh Moe Me; pee . ey a a # | : ag. \ ae H : re ug Wty wt. 4 we, hy j bm Z Sead hea a « \ % SEO H io . x. 5 ye , BY Gas oy te iy, Zi ss 2 eas | SL %e) Nes a“ . EB Y , ee gs J ii ra vr D | at Se aerate . Vay Lf , y Lee Zs ‘ fel fe. i 8 SDMH_RIM=21.70 \ 12°CONC S. TE=16.1 7 iis le Laity |S WMH RIM= 24.36 Lt toms FOUND TK/LEAD GRAP HIC SCALE ; | ; 3 < x 30 Yi GE 6 , iy, 4 : G AS nd 43 BS SA N S QI A G E N f Pe ie , ! \ % . a Ss ‘\ ya k RN “x y Ke “i tI ~ wy Fo wr * 3k , af Zé \ tc ae oe or e m j f Le KX ea ia 4 / e Z 3) . a | to Nag BM 105—59.4° ( IN FEET ) : NS —* SET CHIS SQ. NLE.COR, : Ss Por 4x6 CONC. VAULT i inek st 0 fe ee DETENTION VAU PUGET POWER ae BOTTOM VAULT “1.75 a ae \ TOP DET. VOLUME = 16.50 ~~" " “'™ Ar INV. IN = 11.75 oa \ { \ co: Nvais.so INV. OUT = 11.75 Su ; \/ 8B NE. 3 16:56 \ \ RIM 19.50 —WARP ASPHALT AS REQ,D | aN ee eT BT Pa Sa ee AB RERO 2 At \ 4 at E Le Re ana 2 PE DTN OR T PLANTER [a4 % *% » £- . a é * | OAc ee 6. \ 4'\ \ . NS ae at NO ae | 4 4 LY { ¥ tf) * ig Ss \ FOUNDY, { "4 3 oe} \ } 3 2 Ngan, fos } Pi, 7 ‘ A } we £ LORY. OF WY { \ BRASS CAP ot 7 . { \ Bp: ; ; \ ed 1 A ¥ a vs iN CASE. / % | Pa 4 if e \ / ~ f ) 4 \ \ Cams ‘ ‘ SSMH_RiM=19 90. =1 5 FOUND LD/TACK 4, gf % x XN i. MI = 1 /, kate va \ * fo 7 ‘ : Gy P IF= 0 0.55" WEST he oh, ct \ f . Eee = . i i a ~ AE eane<euhecericae. = ED ising, se ERAT. MN ea SSE BONN / ons INV. 13.76. Bi ite ly lees. ne Va / or a way } er : 10 a: pow 19" DE WATER LINE N PER CITY-OF RENTON AS-BUILT AGE EASEMENT _ re : AT. aN 4 ~ Xe 4 \ \ i i i re > ‘ ys ¥ i { a ~ — 07 ficy ~ ~~ PI ee ~ Pema Nam, ‘ Ph Prac eg ey, OO NF ey as Ap on fay Pe er, \L=155.65' : rae ae oo i, pe i i ae ae i 5 OE ery A 25 " w (R i ) d » ; f ; f o ‘a o ~ , gr cy a , 4 5° 4 0 ' 2 | | ty PR oe ef | Ve , 4 Sf # 5 N . oe as ~ Or We a A sa i | > Ht ; 5 62 ] le r Ko . * (o > ) A 3 a “oe } L pn = 02°37°48" =% om = 1188.51’ A ‘sy a a OS ee ae ' Neo OMS / O / {> EXISTING STORM DRAIN SYSTEM © = 54.96 Lee 4 % Or % / s 8 \ ~ Soe og é big wi S, S 42 ° 3 6 ' 2 6 " £| ( R ) 0: ORM DRAIN we ary Sa Lt A ~/ TO BE REMOVED UNLESS OTHERWSE ie, SNe eT ¢ \ ne ‘ 45, ~ AS—BUILT. NY > , x NB NE TRCMEy. eter 2 S—BU ig Ne eS \% : sts Men & SEWER EASEMENT | ‘\, \ 2 ‘ \, a Hl ‘ | ears 2 . ee No RG ENA ia latas genes Sane alia hatiace dese” eat tale eas aio Gace aialiler PA gi cae art sae tii a ap ta hated eiage Sarg gl wate a | Ry P y : ‘ie ot We 0” Di oS 10” oy : | ; NG ; by i sacra er _ =e a Ww Ww iF a a ss a ‘. oy, — _ et! i pcarbene Magee ages ve geen nag eee cag { saa ln wei sins) setclins™ Sse Sirisha’ shat Blah Fag ipo," Wai Ribks: Syaclogeett on sibb react N° eas eae f a ONG, ta | Roy 4 — OFFICE/WAREHOUSE FACILITY ANDERSON RICHARDSON COMPANY | sag RENTON WASHINGTON] ees oe7ao7ee] |] [memes oi7ieror —_] CITY OF RENTON _ B.N. INDUSTRIAL PARK DEPARTMENT OF PUBLIC WORKS _ ‘ LOT 6 | aECEN Y GRADING AND DRAINAGE PLAN |_._ FOR REVIEW & COMMENT ONI "P L O T " 4 Engineering rn WENT eee — , ETE NTDN 3 Planning , DESIGNEDye VP GL c cent DATE: 3/14/96 | FILE NAME, Surveying orawn, MAA Sn bee Penhallegon Associates Consulting Engineers, Inc. cHeckeo. RDS | SCALE: 1 = 350 750 SIXTH STREET KIRKLAND, WA 98033 (206) 827-2014 PL O T VW E W : DIRECTOR OF P cw bith e NO. REVISION | BY | APPR. DATE APPROVED: sa es 1 PA C E : 65 1 7 W S . D W G 3/ 1 8 / 9 6 / T D B XR E F S : 65 1 7S R V , 6 5 1 7 A X 1 , 6 5 1 7 S D X 1 m7 7 5 Be STRAYS PO DO PAO 7 ae be Pn i ee @ Ns f3 i i. | sr dl Ah im, rt @ CS "ko PA} AQ or PIN GRROOK Le Pe (GRE NIE bilo k SAND De Py i NOK CREEK GREENBELT AND PEDESTRIAN FASEMEN SE 1/4, SE1/4, SEC. 26, TWP 23 N., RGE 4 E., W.M. SPRINGBROOK CREEK APPROXIMATE ORDINARY ‘A SPRIN GBROOK H j CREEK re EA ene 40)’ RIGHT OF WAY. (CONDEMNED IN KING ho cal aig i ; git nS" COURT CAUSE NO. 32912.) } { ; J S 47°23'23”" W 723.66 \ a © RA Ame PRPS PS = : pets eta fo tae : : ae a : | ess 40° SPRINGBROOK CREEK GREENBELT/PEDESTRE.. ge! : ~1 — 8" 45° BEND, MJ X MJ_ | ae i [Ses | aa SSIEIAE eictairacacerere ee NE CONE DETS A the oes denne wn esnprennenne aceon eaten neg illo emgeenent men te ee tt ea Sa: DA CRPRCnT RT Ee ‘a Ts BSG CDCl ASPR. tye he pear \ ASPHALT PATH a SET PATE _o LOT & BOUNDARY PER PLAT ~~, : ASPHALT PATH 620.22" : were FOUND aly ALEAD i i *m a = ee pm Pee CEE Rie Se eT Sion : wenn: ern cand Senet anes sno ae ce aan Agee SENDA et ae PLAT BOUNDARY (TYP) we g WET TAP EX. 12” WATER Lr ee Ces i es isin’ SR SS SA SARA RA I CLOSER FE EE SRE RESET a eae ae a Se corer 2 _ 12° 4 8” TAPPING TEE f 420 LF — 8" D. J 2 — 8" TAPPING GATE VALVE, FL X MJ & 49°36" CONC. THRUST BLOCK §:42°36' 372 £ (RP) 112.14 “T init Rossin: 31 yp mes 20) UTILITY EASEMENT PER PLAT —- Sy REC NO. 8112020484. P= | : 4 in - “TPTHP E : ee: | gh S 45 REND, Mu x XA “1 = 8" 45° BEND, MJ X MJ —— “<1 — FIRE HYDRANT ASSEMBLY 1 - 8 eine ‘Boks ot ‘ pee: on 1 — 8" X 6” TEE MJ X FL | es 8 : 1 — CONC. THRUST BLOCK | : iiae | 10° UTILITY /PEDES TRIAN EASEMENT PER PLAT. 5° SANITARY SEWER ESMT. WMH _RIM=21.11 a te 2" W\GATE CMP ON OVERFLOW ree & -—FIELD TAPPED TO & ss EXISTING 30” 5.0. s 4 qT PROPOSED BLDG siete Le n e x a . __ POWER RISER ON CONCRETE PAD F.F. = 20.00 [ese ave ! SOMH_RIM=21.70 4 i Ps ar eae ge 5 I \ 9 “- se rT oy ; 7. 42-01 ONC ¢ 5. les 6.7 : 3 he fF ; “ xc / ‘ £4 LR OWATER EASMENT : S : te eae ge eS ~ ; WMH RIM=21.36 : | es LY ELECTRICAY ANDS, 4 j E- ie) UTILITY EASEMENT, ame FOUND TK /LEAD i i i a \ | 4 ; * 30 fe) 120 ~ a S Pigs { ae i ae i oi % 1 — 45' BEND’MJ X MJ -%—_ ° aa BM 1¢ 05- 39) ( ma ) @ 4 : ‘ 4 “a t \ a + a re av, 5 ee a N-E.COR. 1 inch = 30 ft. y ees ! ~ ~ “ke ak ee Is cdicnsdmaiapicalta Redtic Stacestcageape cess taiindnggp Salsa tana oY 4x6 CONC. VAUL T | . i 1 — CONC. THRUST BLOCK yy ees SS ; | ; is | SUMET POWER ~\ : . woo ‘ Sy i ; ee , W. OF HYD 5 aw = Sv t a 1%” WATER METER 25 LF 1%" TYRE-"K” COPPER pe ELEV.= 21.02 ‘6 0 i 7 a ‘ 2, a CITY OF RENTON STDS. ° % Ax bit : \ ,, ( # BA * i an ’ \ 2- rs) ure ee ae BRASS CAP | ' ms 4 4 \? ey N ieee peu \ Pas aq Pail Ks A > \ { % : ASS cw 1 A V 1 A VAY » as \ ba 3 iN CASE. | BA Ss ot SZ AN ae 4 \ ‘ s) = see | | 2 A ws € ee, ae ens Gea | {ery : = ys { A } ue LAL * aes ¢ “~ } i 210) LF \— § Di. js ve 3 | V) a tee ead A” ' ~ : N ® \ < \ 4 o N - Po NN e Se oe SN, — i A aan. 4 e: nf MP ae a ——_— SSMH RIM=19.90 —, 4 1 — 22¥%"" BEND MJ X MJ ae aa os 5 ~ a ees , { a ee q . »e C\L CHL. 1E=14.4 1 — CONC. THRUST'BLOCK Xe NET ONO. & " BACKFLOW. PREVENTION/ CONNECT TO_EXIST. MH te —s “HECK VALVE. -SSMH_RIM=20.17 <a a ee a BS \ \ \ N ry Ay A : | = 8° X 6” TEE, ‘MJ X Se ie. ut mh. So sy \L CHL. 1£=13.6 re. ees ; i | ba 1 i Pa ; 1 — 6" GATE VALVE, Mu X f tg as Yn / ‘LE, 13.80 (6%) BEND MJ XFL NO | ae \ 1 -— CONC. THRUST waldeck * Prete te <——< i/ ~- RECHANNEL Me Nececeany : ae ce Z DP BEP OY le ; “iy 7 5 ~ / PER CITY OF RENT STDS. 4 Se be = %. a O . i { a Db : gs I sy Sq" tl “ oe hie Bie SY Sy, INS q 4 () / \ 4 Se cao ies: ee \ ae wn <4 \ 2a KY ‘ . y4 5 \ i . } : 194 39." ji~_\ St oS 3) eae = ar fae eae Sa ee ae x ere \ XY 12" 1 | EX. HYD £ ee Mee aes, lp ; canal = tes he. SS . . q . 4 * . - ~ hee re, ; ; " . y eS ; . WATER LINE i ie ¥ PER CITY OF .RENTON ee ee hd “S| TRACKAGE EASEMENT 0 ze AS-BUILT j a te ee PER PLAT, a a 5” W_ ( R ) N :47°23'23"--E 96.11" a 40 ° 2 5 " if me if . Pe ee “N ns , ane ap Ry Ry i Okay LetS5gar 7 te ees he Sy Y * l A ROE Se 65 : i ‘. | se if | SSRN | pee ree ane ema Cee ee at ik RO? a. ace One Se a. ne ce eens ‘ rae 3 a i & ; i i} i i | itz! {i i i Liat KY. inte das Ss ee H ee N, ig A . Ne A im a ee eS ee | R=539.59° , - eS i aa) pen rama SE en a = Ss el n & mo PN Raced» “Se! \ a iS ‘ . ; i / 47. 30° i i . A = 02°37'48" CON \ ys ; \ e v4 LON LT po R = 1188. 51" 4 a * P y . ra = A 2 y i} i} Pid La “A ‘4 Dé S 42 ° 3 6 ' 2 6 " E (R ) 4 f va Se id i a nn 30” STORM DRAIN Fn . . PER CITY OF RENTON rs Ye Y / Z : AS--BUILT. Dy i Ky NOS 15° UTILITY, WATER —4 be arg ¢ ke | Se \ = : <4 : < & SEWER EASEMENT | ™\ es OFFICE/WAREHOUSE FACILITY ANDERSON RICHARDSON COMPANY RENTON WASHINGTON FOR REVIEW & COMMENT ONLY CITY OF RENTON B.N. INDUSTRIAL PARK DEPARTMENT _OF PUBLIC WORKS LOT 6 ECO WATER & SEWER PLAN une 2) OB ee | . ; MENT + PLANNING: | ong eee | Engineering : DESIGNED: POL oF FEN | Planning ae 3 ae 4 708. FLE NAME: sd ae | Surveying orawn; MAA ~— —— ee Bee | ‘ ‘ . : ; ‘ SCA E; ‘ 06: is S| Penhallegon Associates Consulting Engineers, Inc. : 3 cHeckeo: RDS “ a a tern aa Be 750 SIXTH STREET KIRKLAND, WA 98033 (206) 827-2014 NO. REVISION BY | APPR. "P L O T ” 1 PL O T VI E W : DATE APPROVED: RE SHEET: < oF 2 ee So, ee eae Ca seine See mt gate ae’ aveecean asa? Gert ose Osha am AR Ae AE SRA AA tc EDL EGET SOOO LE SEEM EI OEE LTE OMT wer OS EL LE LE ROMNEY AES. FE LAA ELE ERM CII ENT LT EAE TT OO EE GL ORS OGLE ITE TB TEL ET TIE EM ee @ f ¥i g x é & is ‘ Wal 7 tale 4 * eg : 2 5 7 ‘ is ye é ee ifs : grit $ . PAINTED FLASHING e,, PAINTED SMOOTH CONCRETE STUCCO SOFFIT ' ALUMINUM STOREFRONT W/CLEAR GLASS PAINTED OVERHEAD DOOR BUILT UP ROOFING axe FX eas ry oN sy OVER PLYWOOD AND JOISTS ROOF MTD. UNIT Ser AD, ay aa ee W/R-I9 INSULATION es co | SEMI-HEATED WAREHOUSE 28 ' 28 ! 22 ! CONCRETE SLAB ON GRADE OVER VAPOR BARRIER AT OFFICES AND GRAVEL CAPILLARY BREAK | ae } MS DOCK BUMPERS RETAINING WALL PAINT NORTH ELEVATION , PAINTED FLASHING PAINTED SMOOTH CONCRETE CROSS SECTO SCALE: I/l6" = I'-@" : SCALE: I16" = I'-o" ALUMINUM STOREFRONT W/CLEAR GLASS DE S C R I P T I O N tat mtorr neem eentinge eles at cane SAD: NY - SDL: SSS IE pn I aE ee a 28 ! | { pe p o | | | ‘ | j | 3 A 28 (2 0 6 ) 24 6 - 8 3 6 9 SD) : COLOR SYMBOLS CS WEST ELEY ATION cay oe COLOR | PAINTED FLASHING SCALE: I/l6" = |'-O" PAINTED SMOOTH CONCRETE —STUCCO SOFFIT ALUMINUM STOREFRONT W/CLEAR GLASS PAINTED OVERHEAD DOOR ( ! pe a PH O N E (2 0 6 ) 43 3 - 8 9 9 7 F A X | COLOR 2 COLOR 3 f \ COLOR 4 OO K S° W 20 th ST R E D T ee COLOR 5 <i) 6 é, a X t = "’ Fr vi Ee et ee a si ¢ > o- . oH an nae be i : 2 “N Ol oy " eS Es —— Fy Be Bie a Be Wl RON sem 70 A ee Pd ELE X ~ | | Screened ascana ath 4 SS eee oka a | Sad “AnecgeP is Weed ey | er, DOCK BUMPERS RETAINING WALL PAINT SOUTH ELEVATION SCALE: I/O" = |'-O" WALL 1S AT AN ANGLE feeb PAINTED FLASHING PAINTED SMOO ONCRETE STUCCO SOFFIT< 4 ALUMINUM STOR ONT W/CLEAR GLASS - RE N T O N , WA S H I N G T O N J ja ” ae / \ f ; id i ] { } \ } { \ J \ K \ “, ae ot ‘i wl oe a ad a all | | | | } | | | ns nee paetenoneee — $$$ — : | Oo ‘ | * | atibe — + — os ae — a oe — ee pn on npn ne are en os T { j 28 ' 4 | | le g | WALL IS AT AN ANGLE | EAST ELEVATION a . SCALE: 16" = I'-O"